Gradevnski Materijiali I Konstrukcije-Building Materials and Structures最新文献_第3页

Methods for determination of revitalization potential of built heritage: Lessons learned on the city of Bern 确定建筑遗产振兴潜力的方法:伯尔尼市的经验教训

IF 0.4

Gradevnski Materijiali I Konstrukcije-Building Materials and Structures Pub Date : 2015-01-01 DOI: 10.5937/GRMK1501025S

G. Stanišić, Nadja Kurtović-Folić

引用次数: 1

Cross laminated timber elements in contemporary timber structures of buildings: Application and design 交叉层压木材元素在当代木结构建筑中的应用与设计

IF 0.4

Gradevnski Materijiali I Konstrukcije-Building Materials and Structures Pub Date : 2015-01-01 DOI: 10.5937/GRMK1504051K

Kozarić Ljiljana, Prokić Aleksandar, B. Miroslav

引用次数: 0

Application of layered finite elements in the numerical analysis of laminated composite and sandwich structures with delaminations 层状有限元在层状复合材料和夹层结构分层数值分析中的应用

IF 0.4

Gradevnski Materijiali I Konstrukcije-Building Materials and Structures Pub Date : 2015-01-01 DOI: 10.5937/grmk1501059v

Djordje Vuksanović, M. Marjanović

引用次数: 1

Performance analysis of damaged buildings applying scenario of related non-linear analyses and damage coefficient 基于相关非线性分析和损伤系数的受损建筑性能分析

IF 0.4

Gradevnski Materijiali I Konstrukcije-Building Materials and Structures Pub Date : 2015-01-01 DOI: 10.5937/GRMK1503003C

M. Ćosić, R. Folić

{"title":"Performance analysis of damaged buildings applying scenario of related non-linear analyses and damage coefficient","authors":"M. Ćosić, R. Folić","doi":"10.5937/GRMK1503003C","DOIUrl":"https://doi.org/10.5937/GRMK1503003C","url":null,"abstract":"The paper deals with methodology developed and presented for analyzing the damage on structures exposed to accidental and seismic actions. The procedure is based on non-linear numerical analysis, taking into account the principles of Performance-Based Seismic Design (PBSD). The stiffness matrix of the effects of vertical action is used as the initial stiffness matrix in non-linear analysis which simulates the collapse of individual ground-floor columns, forming thereby a number of possible scenarios. By the end of the analysis that simulates the collapse of individual columns, the stiffness matrix is used as the initial stiffness matrix for Non-linear Static Pushover Analysis (NSPA) of bi-directional seismic action (X and Y directions). Target displacement analyses were conducted using the Capacity Spectrum Method (CSM). The structure's conditions/state was assessed based on the calculated global and inter-storey drifts and the damage coefficient developed. The damage level to the building was established using an integrated approach based on global and inter-storey drifts, so that, depending on the level of displacements for which the drifts are identified, a more reliable answer can be obtained. Applying the damage coefficient, a prompt, reliable and accurate indication can be obtained on the damage level to the entire structure in the capacitive domain, from elastic and non-linear to collapse state.","PeriodicalId":40707,"journal":{"name":"Gradevnski Materijiali I Konstrukcije-Building Materials and Structures","volume":null,"pages":null},"PeriodicalIF":0.4,"publicationDate":"2015-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"71225279","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 3

Resistance of CEM III/B based materials to acid attack CEM III/B基材料的耐酸腐蚀性能

IF 0.4

Gradevnski Materijiali I Konstrukcije-Building Materials and Structures Pub Date : 2014-01-01 DOI: 10.5937/GRMK1402029J

K. Jankovic, D. Bojović, M. Stojanović, L. Lončar

引用次数: 0

Testing of creep phenomena on soft rock 软岩蠕变现象试验研究

IF 0.4

Gradevnski Materijiali I Konstrukcije-Building Materials and Structures Pub Date : 2014-01-01 DOI: 10.5937/GRMK1403021T

Z. Tomanović

引用次数: 3

Statistical analysis of concrete quality testing results 混凝土质量检测结果的统计分析

IF 0.4

Gradevnski Materijiali I Konstrukcije-Building Materials and Structures Pub Date : 2014-01-01 DOI: 10.5937/GRMK1401045J

D. Jevtić, D. Zakić, A. Savić, Aleksandar Radević

{"title":"Statistical analysis of concrete quality testing results","authors":"D. Jevtić, D. Zakić, A. Savić, Aleksandar Radević","doi":"10.5937/GRMK1401045J","DOIUrl":"https://doi.org/10.5937/GRMK1401045J","url":null,"abstract":"This paper statistically investigates the testing results of compressive strength and density of control concrete specimens tested in the Laboratory for materials, Faculty of Civil Engineering, University of Belgrade, during 2012. The total number of 4420 concrete specimens were tested, which were sampled on different locations - either on concrete production site (concrete plant), or concrete placement location (construction site). To be exact, these samples were made of concrete which was produced on 15 concrete plants, i.e. placed in at 50 different reinforced concrete structures, built during 2012 by 22 different contractors. It is a known fact that the achieved values of concrete compressive strength are very important, both for quality and durability assessment of concrete inside the structural elements, as well as for calculation of their load-bearing capacity limit. Together with the compressive strength testing results, the data concerning requested (designed) concrete class, matching between the designed and the achieved concrete quality, concrete density values and frequency of execution of concrete works during 2012 were analyzed.","PeriodicalId":40707,"journal":{"name":"Gradevnski Materijiali I Konstrukcije-Building Materials and Structures","volume":null,"pages":null},"PeriodicalIF":0.4,"publicationDate":"2014-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"71224938","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 4

Stability and vibration in civil engineering 土木工程中的稳定性与振动

IF 0.4

Gradevnski Materijiali I Konstrukcije-Building Materials and Structures Pub Date : 2014-01-01 DOI: 10.5937/GRMK1402003R

J. Ravinger

引用次数: 0

Frequency- and time-domain methods related to flutter instability problem 颤振失稳问题的频域和时域方法

IF 0.4

Gradevnski Materijiali I Konstrukcije-Building Materials and Structures Pub Date : 2014-01-01 DOI: 10.5937/GRMK1402039S

A. Šarkić, Miloš Jočković, S. Brčić

引用次数: 1

Eurocode 8: Use of advantageous formulations for improved and safe design 欧洲法规8:为改进和安全设计使用有利配方

IF 0.4

Gradevnski Materijiali I Konstrukcije-Building Materials and Structures Pub Date : 2014-01-01 DOI: 10.5937/GRMK1403003B

Z. Bonev, Stanislav Dospevski

引用次数: 0